Laboratory Tests and Numerical Analysis for Behavior of Fill Dam

필댐의 거동분석을 위한 실험 및 수치해석

  • 신동훈 (한국수자원공사 K-water연구원 댐조사진단팀) ;
  • 조성은 (한국수자원공사 K-water연구원) ;
  • 김재홍 (한국수자원공사 K-water연구원) ;
  • 임은상 (한국수자원공사 K-water연구원)
  • Published : 2009.07.31

Abstract

Keywords

References

  1. 허유만, 김주창 역, 역사속의 댐, (사)한국관개배수위원회(KCID), 2003
  2. Clough, R.W. and R.J. Woodward, 'Analysis of Embankment Stress and Deformation', Proc. of ASCE, 93, SM4, 1967
  3. Duncan, J.M. and Chang, C.Y., 'Nonlinear Analaysis of Stress and Strain in Soils,' Journal of Soil Mechanics and Foundations Division, ASCE, Vol.96. No. SM5, pp.1629-1653, 1970
  4. Duncan, J.M., Bryne, P. Wong, K.S. and Marry, P., Strength, Stress-Strain and Bulk Modulus Parameters for Finite Element Analysis of Stresses and Movements in Soil Masses, University of California at Berkeley, Report No. UCB/GT/ 80-01, p.70, 1980
  5. Geo-Slope Inc., User's Guide, SIGMA/W for Deformation Analysis, Ver.5.0, 2002
  6. Geo-Slope Inc., User's Guide, SLOPE/W for Slope Stability Analysis, Ver.5.0, 2002
  7. Kondner, R.L., 'A Hyperbolic Stress-Strain Dormulation for Sands', Proc. of 2nd Pan American Conference on Soil Mechanics and Foundation Engineering, Vol.1, 1963
  8. Kulhaway, F.H., J.M. Duncan and H.B. Seed, 'Fineite Element Analysis of Stress and Movements in Embankment during Construction', Geotechnical Engineering Research Report, No. TE-69-4, Dept. of Civil Eng. Univ. of California, Berkeley, 1969